1.
In this paper, a numerical method for structure stochastic response analysis is presented.
对结构随机响应分析的数值积分方法进行了深入的研究。
2.
The Study on Complex Mode Analysis and Technique of Damping Layer to Reduce Vibration for Offshore Platform under Random Loads;
海洋平台结构随机响应复模态法及阻尼隔振减振技术研究
3.
DYNAMIC RESPONSE ANALYSIS OF LINEAR STOCHASTIC STRUCTURES UNDER STATIONARY RANDOM EXCITATION
平稳随机激励下线性随机结构动力响应分析
4.
Structural Reliability Analysis Based on Stochastic Response Surface Method;
基于随机响应面法的结构可靠度研究
5.
Response, Bifurcation and Chaos and Their Control in Stochastic Structure and Stochastic Dynamical System;
随机结构与随机动力系统中的响应、分岔与混沌及其控制
6.
Vibration Response Spectrum Analysis of Stochastic Structures Based on the Taylor s Expansion Theory;
基于高阶泰勒展开式的随机结构的随机振动响应分析
7.
Structural Dynamics Modification for a Shelter with Targets of Random Responses
以随机响应为目标的方舱结构动力修改
8.
Random Vibration Response and Reliability Analysis of Interlayer Seismic Isolated Structure System;
层间隔震结构的随机响应及可靠度分析
9.
The Analysis of Translational-torsional Coupling Response of Base-isolated Eccentric Structures under Random Excitation;
偏心隔震结构平—扭耦联随机地震响应分析
10.
Random Dynamic Analysis and Parameter Optimization of Ins Bracket;
惯导支架结构的随机动力响应分析与参数优化
11.
Random Seismic Analysis of Spatial Lattice Structures under Multi-dimensional and Multi-support Excitation;
空间网架结构多维多点随机地震响应分析
12.
Refinement Theory of Random Wind-Induced Dynamic Response for Long-Span Roof Structures;
大跨度屋盖结构随机风致振动响应精细化研究
13.
OPTIMIZATION OF CONNECTING STIFFNESS OF OVERHEAD CORRIDOR CONNECTING HIGH RISE BULDINGS BASED ON RANDOM RESPONSE
基于随机响应的高层连廊结构连接体刚度优化
14.
Stochastic dynamic analysis on steel suspended cofferdam structure of a super large bridge
某特大桥梁钢吊箱结构随机动力响应分析
15.
An extended precise integration method for response of a structure subjected to evolutionary random exciation
受演变随机激励结构响应的扩展精细积分方法
16.
Calculation method of the variance matrix of structural non-stationary random responses
结构非平稳随机响应方差数值计算方法
17.
RESPONSE ANALYSIS OF CONCRETE FRAME STRUCTURES BASED ON VISCOLEASTIC STOCHASTIC FEM
基于黏弹性随机有限元的框架结构响应分析
18.
INFLUENCE OF PARTIAL COHERENCE EFFECT ON RANDOM SEISMIC RESPONSES OF LONG-SPAN SPATIAL STRUCTURES
部分相干效应对大跨度空间结构随机地震响应的影响